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1 BILL No.1 40m3 MASONRY STORAGE TANK No. Description Unit Quantity Rate Kshs. Amount Kshs. 1 SETTING OUT AND EARTH WORKS 1.1 General site clearance and setting out 1.2 Excavate over site 200mm to remove vegetable soil and remove from site. 1.3 Excavate pit foundation to a depth not exceeding 1m. 1.4 Extra over excavation for excavating in rock 1.5 Backfill with selected excavated material as directed 1.6 Dispose excavated material as directed 2 TANK CONSTRUCTION 2.1 Supply materials, transport to site, fill and compact 300mm thick approved hardcore materials on tank foundation base. 2.2 Supply materials, transport, and place and compact 50mm thick concrete class 15 blinding to hardcore. 2.3 Supply, transport, cut, bend and fix Y-10 bars in floor slab. 2.4 Supply materials, transport, place and compact concrete class 25 in tank floor slab 150mm thick. 2.5 Supply materials and construct 225mm circular masonry wall in 1:3 sand/cement mortar finished with steel finished on one side. 2.6 Supply, transport, cut, and fix BRC A98 type in wall. m2 25 m2 25 m3 16 m3 3 m3 17 m3 8 m3 1.6 m2 6 Kg 175 m3 1.5
2 2.7 Supply, transport, cut, bend and fix Y-10 bars in wall. 2.8 Supply materials and construct formwork to soffit of roof slab exceeding 3.5m in height. 2.9 Supply materials and construct formwork to sides of roof slab 200mm thick exceeding 3.5m in height. 3 Supply, transport, cut, bend and fix Y- 16 bars to roof slab 3.1 Supply, transport, cut, bend and fix Y- 8 bars to roof slab 3.2 Supply material and place concrete class mm tick to roof slab. Include fixing 24 x 24 steel manhole cover with frame. 3.3 Allow for application of three coats of approved bitumen paint to 300mm thick walling line on floor slab 3.4 Allow for application of three coats of approved bitumen paint to 225m thick walling top before placing of roof slab 3.5 Allow for application of 25x 25mm bondex at the corner between the wall base and the floor slab 3.6 Supply material and place 25mm thick cement sand 1:2 screed with steel float finish. Mix to include approved water proof cement in the ratio of 1kg water proof to 50kg ordinary portland cement. 3.7 Supply material and plaster internal tank surfaces with 25mm thick cement sand 1:2 screed with steel float finish. Mix to include approved water proof cement in the ratio of 1kg water proof to 50kg ordinary portland cement. Kg 90 m2 15 m 9 Kg 240 Kg 16 m3 1.2 m 8 m 8 m 19 m2 8
3 3.8 Supply material and render external tank surfaces with 25mm thick cement sand 1:2 screed with wooden float finish. 3.9 Supply material and place cement sand 1:2 screed with wooden float finish to top of roof slab rising from 15mm at the edge of roof slab to 25mm at the centre of roof slab m All pipes to be Galvanised Ironwith Screw unless specified otherwise 4.1 Inlet mm Ø drilled Flange complete mm Ø Sluice valve complete with bolts nuts and gasket No mm Ø 900 GI bend No mm Ø long G.I barrel nipple No mm ball valve No mm Ø G.I socket No mm G.I medium grade Pipe No Off Take x 100mm G.I reducing socket No mm Ø drilled Flange complete mm Ø Sluice valve complete with bolts nuts and gasket No mm Ø 900 GI bend No mm Ø long G.I barrel nipple No mm Ø G.I socket No mm G.I medium grade Pipe No Scour No x 100mm G.I reducing socket No mm Ø drilled Flange complete 6 100mm Ø Sluice valve complete with bolts nuts and gasket No mm Ø 90 0 GI bend No mm Ø long G.I barrel nipple No. 1
4 mm Ø G.I socket No mm G.I medium grade Pipe No Overflow x 100mm G.I reducing socket No mm Ø drilled Flange complete No mm Ø 900 GI bend No mm Ø long G.I barrel nipple No mm Ø G.I socket No mm G.I Medium grade Pipe No Vents 4No mm Ø 900 G.I Elbow mm Ø long G.I barrel nipple with wall purrs welded as directed mm G.I Hexagonal nipple mm Ø 900 GI Elbow with mosquito wire fixed to one end 8 MISCELLANEOUES 8.1 Supply materials, fabricate, and fix to wall and floor a 40mm dia. GI class B pipe ladder with 25mm G.I class B rungs at 300mm c/c welded to pipes 8.2 Allow for restoring the site after construction of tank 8.3 Allow for connection of inlet and outlet to rising main and distribution main 8.4 Allow for testing of tank water tightness 8.5 Supply material and construct masonry valve chamber of internal plan dimensions 1.0 x 1.0 x 1.5m No 2 No 3 Total Bill No. 1-40m3 tank
5 BILL No.2 PUMP HOUSE No. Description Unit Quantity Rate Kshs. Amount Kshs. 1 Sub structure (All Provisional) 1.1 Allow for keeping the whole of excavation free from all water including spring and running water Allow for maintaining and upholding the sides of excavations and keeping excavations free from all fallen materials,rubbish,etc. 1.3 Excavate over site average 200 mm deep, remove vegetable soil and deposit as directed. 1 m Excavate foundation trench not exceeding 1.5 m deep. 1.5 Approved 300mmm thick hardcore fillings consolidated and rammed in 150mm thick layers to make up levels under slab base 1.6 Treat the surface of hardcore with approved insecticide 1.7 Concrete (1:3:6) to 450 x 150mm strip foundation 1.8 Concrete (1:4:8) in 50 mm thick blinding. 1.9 Concrete (1:3:6) 100 mm thick in floor slab Walling and roofing mm wide Bituminous damp proof course along external wall Dressed solid natural stone wall bedded and jointed in sand:cement (1:3) 150 mm thick walling. m m3 1 m2 11 m 13.2 m2 8
6 Dressed Vent block wall bedded and jointed in sand: cement (1:3) 150 mm thick walling V.R.C (1:2:4) in 150 mm x 225 mm ring beam Roof 2.14 Slanting roof 0.3m height. The trusses shall be made of timber size 3"x2" and shall be properly strutted and brazed and fixed at 1.5 m centre to centre. The purlins shall be 4No. of timber 3"x 2".(All treated with approved wood preservative) m2 30 m 13.2 No Pre-painted 28g corrugated roofing m2 17 sheets fixed on timber purlins as described 2.16 Fix 200 mm wide fascia board m Fix single flap steel door 1m x 2.1m No. 1 Plastering mm thick two coat gauged plaster in cement:sand to walls internally 2.2 Key finish to external wall joints as directed mm thick two coat gauged plaster in cement:sand to floor Reinforcement Steel reinforcement cut, bend & place in position, unit price to include cutting, bending & placing in position with binding wire and concrete seats mm diameter high tensile steel in foundation wall mm diameter high tensile steel in foundation wall mm diameter high tensile steel in ring beam mm diameter high tensile steel in ring beam m2 15 m2 8 m 53 m 43 m 51 m 53
7 Paint work 2.31 Apply 3 coat paint on internal walls m Apply 3 coat paint on 200mm fascia board with approved paint 2.33 Apply 3 coat paint on steel door 1m x 2.1m with approved paint Total Bill No. 2- Pump house m 17 m2 2.4 SUMMARY ITEM DESCRIPTION AMOUNT (KSHS) 1 MASONRY STORAGE TANK 2 PUMP HOUSE TOTAL CARRIED TO MAIN TENDER
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